JPH0699193B2 - Porous fiber ceramic soil improvement material manufacturing method and soil improvement method - Google Patents
Porous fiber ceramic soil improvement material manufacturing method and soil improvement methodInfo
- Publication number
- JPH0699193B2 JPH0699193B2 JP1026893A JP2689389A JPH0699193B2 JP H0699193 B2 JPH0699193 B2 JP H0699193B2 JP 1026893 A JP1026893 A JP 1026893A JP 2689389 A JP2689389 A JP 2689389A JP H0699193 B2 JPH0699193 B2 JP H0699193B2
- Authority
- JP
- Japan
- Prior art keywords
- ceramic
- soil improvement
- porous fiber
- water
- raw material
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Lifetime
Links
Landscapes
- Porous Artificial Stone Or Porous Ceramic Products (AREA)
Description
【発明の詳細な説明】 産業上の利用分野 本発明は無機繊維とセラミック原料粉末を主成分として
なる多孔質繊維セラミック土質改良材の製造方法及び土
質の改良方法に関するものである。Description: TECHNICAL FIELD The present invention relates to a method for producing a porous fiber-ceramic soil-improving material containing inorganic fibers and ceramic raw material powder as main components, and a method for improving soil quality.
従来の技術 海辺などの保水性の悪い砂地の改良のため多孔質セラミ
ックを用いる方法が近年行なわれるようになっている。
しかし、ここで用いられる多孔質セラミックはセラミッ
ク原料粉末に炭素粒子、プラスチック粒子などを混入し
たのちペレット状に成形、焼成して得られるもので、炭
素粒子やプラスチック粒子が焼失した後が空孔として残
り、水を蓄える構造を持つものであった。こうして得ら
れる多孔質セラミックペレットを砂地に混入するなどの
方法で保水性の向上を図っていた。この方法では灌水し
たうちの一部の水しか保水できず、多くは流失するに任
せていた。2. Description of the Related Art In recent years, a method of using a porous ceramic has been used to improve a sandy land with poor water retention such as a beach.
However, the porous ceramic used here is obtained by mixing carbon particles, plastic particles, etc. into the ceramic raw material powder, and then molding it into pellets and firing it. The rest had a structure to store water. The water retention was improved by mixing the porous ceramic pellets obtained in this way with sand. With this method, only part of the water that was irrigated could be retained, and most were left to drain.
発明が解決しようとする課題 従来例に述べた多孔質セラミックペレットの製造方法に
おいては、ペレットの強度を維持するため、空孔率を大
きく上げることが不可能で最大40〜50%が限度であっ
た。従って、保水量が少なく、灌水を頻繁に行なわねば
ならず手間がかかり、経済性に欠ける点があった。ま
た、砂地に混入して用いる方法では灌水したうちの一部
の水しか保水できず、多くは流失するに任せていた。ま
た、流失した水は砂礫層の深部から浸透圧によって塩分
を吸い上げ、塩害をもたらす原因もなっていた。DISCLOSURE OF THE INVENTION Problems to be Solved by the Invention In the method for producing a porous ceramic pellet described in the conventional example, in order to maintain the strength of the pellet, it is impossible to greatly increase the porosity and the maximum is 40 to 50%. It was Therefore, there is a point that the amount of water retention is small, the irrigation must be frequently performed, which is troublesome and economically disadvantageous. In addition, the method of mixing the sand with the sand can retain only a part of the water that was irrigated, and most of them were left to be washed away. In addition, the water that has been washed away absorbs salt from the deep part of the gravel layer due to osmotic pressure, causing salt damage.
本発明は、このような従来技術の課題を解決することを
目的とする。The present invention aims to solve such problems of the conventional technology.
課題を解決するための手段 本発明は、無機質のセラミック繊維とセラミック原料粉
末のスラリを凝集させたのちマット状あるいはシート状
に湿式抄造して、シートは更にコルゲートハニカム形状
に成形したのち焼成して得られる多孔質繊維セラミック
からる土質改良剤を用いたものである。Means for Solving the Problems The present invention is a method of wet-fabricating a slurry of an inorganic ceramic fiber and a ceramic raw material powder into a mat or a sheet, and then the sheet is further molded into a corrugated honeycomb shape and then fired. The obtained soil improvement agent is made of a porous fiber ceramic.
またこの多孔繊維セラミック土質改良材を砂礫層の内部
に敷き詰める方法を取ることによって保水層を構成し、
灌水された水を流失させることなく蓄えるようにしたも
のである。In addition, the water retention layer is constructed by laying this porous fiber ceramic soil improvement material inside the gravel layer,
The irrigated water is stored without being washed away.
作用 本発明の多孔質繊維セラミック土質改良材は、セラミッ
ク繊維を基本材料として用いられており親水性に優れ、
また、75〜85%の空孔率を有し、抄造法によって作成さ
れるための繊維はおもに面内に配向しており構成されて
いる空孔は毛細管状であってすべて連続しているので吸
水性、保水性に優れた材料を得られる。Effect The porous fiber-ceramic soil improving material of the present invention uses ceramic fibers as a basic material and is excellent in hydrophilicity,
In addition, it has a porosity of 75-85%, the fibers to be created by the papermaking method are mainly oriented in the plane, and the pores that are configured are capillary and are all continuous. A material excellent in water absorption and water retention can be obtained.
さらにこの材料をシート状に抄造して、一端面が閉塞さ
れたコルゲート形状としたのち同一端面が閉塞しながら
積層もしくは巻き上げて成形し、焼成して得られるコル
ゲートハニカム構造とすることでさらに保水性能を向上
させることが可能である。Further, this material is made into a sheet and made into a corrugated shape in which one end surface is closed, and then laminated or rolled up while the same end surface is closed and molded, and a corrugated honeycomb structure is obtained by firing to further improve water retention performance. Can be improved.
これら多孔質繊維セラミック土質改良材を砂礫層の内部
に層状に埋設して保水層を形成することで、灌水された
水は一旦この保水層に収蔵される。そののち、上層の乾
燥につれてこの保水層に蓄えられた水が上層の水分を補
う様に移行し、上層の乾燥を防止できるのである。ま
た、この保水層が地下水脈と同様の効果をもたらし、植
物の根に十分な水を供給することができるのである。By embedding these porous fiber ceramic soil improving materials in a layered manner inside a gravel layer to form a water retaining layer, irrigated water is once stored in this water retaining layer. After that, as the upper layer is dried, the water stored in the water retaining layer moves so as to supplement the water content of the upper layer, and the upper layer can be prevented from being dried. In addition, this water retention layer has the same effect as the groundwater vein, and can supply sufficient water to the roots of plants.
実施例 以下、本発明の実施例について図面を参照して説明す
る。Embodiments Embodiments of the present invention will be described below with reference to the drawings.
実施例1 セラミック繊維として平均径約3μmのシリカ−アルミ
ナ繊維を用いた。このシリカ−アルミナ繊維を繊維長10
mmにチヨツプしたものを20重量部秤量して水1000重量部
に懸濁させた。一方、セラミック原料粉末としてカオリ
ナイト、スポジユメン、非晶質の酸化ケイ素粉末を2:2:
1の割合で混合させた混合物の6重量部を50重量部の水
に懸濁させた。この繊維懸濁液とセラミック原料粉末懸
濁液を攪拌しつつ混合した。この懸濁液に有機質結合剤
としてポリエステルディスパージョン液を1重量部加
え、十分に攪拌混合させたのち、塩化アルミニウム溶
液、水酸化ナトリウム溶液と加えて中和することで水酸
化アルミニウムコロイドを生成させ、一次凝集を行なわ
せる。これはおもにセラミック繊維とセラミック原料粉
末の凝集を行なわせるものである。次に、二次凝集剤と
してポリアクリルアミド系の有機高分子凝集溶液を必要
量添加することにより、セラミック繊維、セラミック原
料粉末はフロックを形成して懸濁する。こうして得られ
た凝集懸濁液を水で3000重量部に希釈してマット状成形
体の成形型に移して吸引脱水し、成形型から取りだした
のち乾燥してポリエステルで繊維を結合させたマット状
成形体を得た。このマット状成形体を1250℃2時間焼成
すると、有機質は焼失し、セラミック繊維、セラミック
原料粉末は互いに焼結結合して繊維セラミックとなり、
第1図に示した様な多孔質繊維セラミックの土質改良材
1が得られた。Example 1 As the ceramic fiber, silica-alumina fiber having an average diameter of about 3 μm was used. This silica-alumina fiber has a fiber length of 10
20 parts by weight of the product adjusted to mm was weighed and suspended in 1000 parts by weight of water. On the other hand, as the ceramic raw material powder, kaolinite, spodium, and amorphous silicon oxide powder are 2: 2:
6 parts by weight of the mixture mixed in the ratio of 1 were suspended in 50 parts by weight of water. The fiber suspension and the ceramic raw material powder suspension were mixed with stirring. To this suspension, 1 part by weight of a polyester dispersion liquid as an organic binder was added, mixed sufficiently with stirring, and then neutralized by adding an aluminum chloride solution and a sodium hydroxide solution to form an aluminum hydroxide colloid. , Cause primary aggregation. This is mainly for agglomeration of ceramic fibers and ceramic raw material powder. Next, by adding a necessary amount of a polyacrylamide-based organic polymer aggregating solution as a secondary aggregating agent, the ceramic fibers and the ceramic raw material powder form flocs and are suspended. The flocculated suspension thus obtained is diluted with water to 3000 parts by weight, transferred to a mold for a mat-shaped molded product, sucked and dehydrated, taken out from the mold, dried and then matted with a polyester fiber. A molded body was obtained. When this mat-shaped compact is fired at 1250 ° C. for 2 hours, the organic matter is burned down, and the ceramic fibers and the ceramic raw material powder are sintered and bonded to each other to form a fiber ceramic.
A soil improvement material 1 of porous fiber ceramic as shown in FIG. 1 was obtained.
このマット状多孔質繊維セラミック土質改良材1の嵩密
度は0.4g/cm3であって、空孔率は85%であった。このマ
ット状多孔質繊維セラミック土質改良材を水に浸したの
ち引き上げて水の滴りが無くなった時点の保水量を測っ
たところ、30cm角厚さ1.5cmの材料で680mlを保ってい
た。The mat-like porous fiber-ceramic soil improving material 1 had a bulk density of 0.4 g / cm 3 and a porosity of 85%. The mat-like porous fiber ceramic soil improving material was soaked in water and then pulled up to measure the amount of water retention at the time when water dripping disappeared. As a result, the material of 30 cm square and 1.5 cm thick was kept at 680 ml.
実施例2 実施例1と同様の材料の配合で、同様に塩化アルミニウ
ム、水酸化ナトリウムの溶液で一次凝集を完結させたの
ち、ポリアクリルアミド系有機高分子凝集剤溶液を加え
て完全に二次凝集を完結させ、水で5000重量部に希釈し
て通常の長網式抄紙機で抄造し、乾燥して0.75mm厚のシ
ートを得た。このシートを通常の段ボール紙製造機を用
いて、一方のシートは蒸気を噴霧して適度の柔軟性を持
たせたのち波形(コルゲート)を付し、一端部に可塑性
を持たせたプラグ原料を注入しつつ、同様に水蒸気を噴
霧した他のシートを平板のまま、接着剤を用いて貼り合
わせることで一端部が閉塞されたコルゲートシートを得
た。ここで、プラグ原料は下記にしたがって準備された
ものである。Example 2 With the same composition of materials as in Example 1, the primary coagulation was similarly completed with a solution of aluminum chloride and sodium hydroxide, and then a polyacrylamide organic polymer coagulant solution was added to completely complete the secondary coagulation. Was completed, diluted to 5,000 parts by weight with water, made into paper by an ordinary Fourdrinier paper machine, and dried to obtain a 0.75 mm thick sheet. Using a normal corrugated board manufacturing machine, this sheet was sprayed with steam to give it moderate flexibility, and then corrugated, and one end was made of plastic plug material. While injecting, another sheet which was similarly sprayed with water vapor was stuck as it was using an adhesive to obtain a corrugated sheet with one end closed. Here, the plug raw material was prepared according to the following.
上記で得られたシートを1000℃で仮焼したものを粉砕
し、0.5mm以下の大きさにする。この粉体と同量の澱粉
糊を加えて充分に混合して可塑性のあるプラグ原料を得
た。The sheet obtained above is calcined at 1000 ° C. and crushed to a size of 0.5 mm or less. The same amount of starch paste as this powder was added and thoroughly mixed to obtain a plastic plug raw material.
次に、一端部を閉塞されたコルゲートシートの同一端部
の波形部分にプラグ原料を充填したのち、接着剤を波形
頂部に塗布しつつ連続的に巻き上げて成形を作成した。
得られた成形体を電気炉中で1250℃、3時間焼成して多
孔質繊維セラミックからなる土質改良材を得た。第2図
に本実施例で得られた土質改良材2を示す。3は開口端
部である。第3図は本実施例の土質改良材2の縦断面を
模式図で示した。4はハニカムセルでその一端部はプラ
グ5で閉塞され閉塞端部6を構成している。このコルゲ
ートハニカム形状の土質改良材2で、直径265mm、高さ3
00mmのものを閉塞端部を下にして水に浸して引き上げ、
水の滴りが無くなったのちの保水量を測ったところ、10
lを保っていた。この様なコルゲートハニカム構造をと
ることによって繊維セラミックからなるハニカムセル4
を構成する壁に保水されるのみならず、ハニカムセル内
でも水が蓄えられているため、全容積の60%に達する水
を保水する事が出来るのである。Next, after filling the corrugated portion at the same end of the corrugated sheet with one end closed with the plug raw material, the adhesive was applied to the corrugated top and continuously rolled up to form a molding.
The obtained molded body was fired in an electric furnace at 1250 ° C. for 3 hours to obtain a soil improving material made of a porous fiber ceramic. FIG. 2 shows the soil improvement material 2 obtained in this example. 3 is an open end. FIG. 3 is a schematic view showing a vertical cross section of the soil improvement material 2 of this example. Reference numeral 4 denotes a honeycomb cell, one end of which is closed by a plug 5 to form a closed end 6. This corrugated honeycomb-shaped soil improvement material 2 has a diameter of 265 mm and a height of 3
Soak the 00mm thing in the water with the closed end down and pull it up.
When the amount of water retention was measured after the water dripping disappeared, it was 10
kept l. By adopting such a corrugated honeycomb structure, the honeycomb cell 4 made of fiber ceramics
Not only is water retained on the walls that make up the honeycomb, but water is also stored in the honeycomb cells, so it is possible to retain up to 60% of the total volume of water.
さらに、この土質改良材の開口端部を除いた外周、閉塞
端部に例えば塩化ビニールエマルジョン溶液を塗布し乾
燥させて撥水処理したものを同様に測定を行なった結
果、13lを保水出来るものであった。これは、撥水処理
された部分の毛細管に水が浸入できず、その箇所での表
面張力によって内部の水が支えられているのであり、全
容積の80%に達する量である。Furthermore, as a result of applying the vinyl chloride emulsion solution to the outer periphery and closed end of the soil improvement material excluding the open end and drying and applying water repellent treatment, the same measurement was performed. there were. This is because water cannot penetrate into the water-repellent portion of the capillary and the internal water is supported by the surface tension at that portion, which is 80% of the total volume.
実施例3 第4図に土質改良材1、2を用いた応用例を示す。砂礫
層7の内部に土質改良材2を少なくとも2段に敷き詰
め、さらにその上をマット状の土質改良材1で覆ってハ
ニカムセル内に砂が進入することを防止した。このよう
に施設することで灌水された水は砂礫層7−aに浸透し
保水層8に達して保水貯蔵される。砂礫層7−aの乾燥
につれ保水層8から水分が砂礫層7−aに補給され乾燥
を防止できるものである。一方、灌水された水は保水層
8より下の砂礫層7−bに漏れ出ることが少なく、深部
からの塩類の上昇を招くことはない。また、肥料成分の
流失も防止でき、施肥された肥料を有効に働かせること
が出来る。Example 3 FIG. 4 shows an application example using the soil improvement materials 1 and 2. The soil improvement material 2 was spread in at least two steps inside the gravel layer 7, and the mat improvement material 1 was covered thereover to prevent sand from entering the honeycomb cells. The water irrigated by such a facility permeates the gravel layer 7-a, reaches the water retaining layer 8 and is retained and stored. As the gravel layer 7-a is dried, water is supplied from the water retaining layer 8 to the gravel layer 7-a to prevent the gravel layer 7-a from being dried. On the other hand, the irrigated water rarely leaks to the gravel layer 7-b below the water retaining layer 8 and does not cause an increase in salt from the deep portion. In addition, the flow of fertilizer components can be prevented, and the fertilizer applied can be effectively used.
ここでマット状の土質改良材1を用いる代わりに、コル
ゲートハニカム形状の土質改良材2の開口端部3を多孔
質のプラグ材で埋めた土質改良材2を用いても効果は変
わるものではない。Here, instead of using the mat-like soil improving material 1, even if the soil improving material 2 in which the open end portion 3 of the corrugated honeycomb-shaped soil improving material 2 is filled with the porous plug material is used, the effect does not change. .
発明の効果 本発明は、多孔質繊維セラミックからなるマット状ある
いはコルゲートハニカム形状の保水性に富んだ土質改良
材を与えるものである。EFFECTS OF THE INVENTION The present invention provides a mat-like or corrugated honeycomb-shaped soil-improving material that is rich in water retention and is made of a porous fiber ceramic.
即ち、繊維セラミックによって骨格が形成され、毛細管
が縦横に連結している構造となっており、かつ材料自体
75〜85%の空隙率を有しているので吸水、保水性能に富
み、さらにこの材料を用いてコルゲートハニカム形状に
構成することで空隙率を92%に上げることが出来、保水
能力を一段と向上させることが出来たのである。また、
この土質改良材を用いて砂礫層内部に保水層を構成する
ことで灌水された水を無駄にすることなく、また肥料成
分の流失を防ぎ、塩害を生じることのない効率的で有効
な土質改良方法をとることが出来るものである。That is, the skeleton is formed of fiber ceramics, and the capillaries are connected vertically and horizontally, and the material itself
Since it has a porosity of 75 to 85%, it has excellent water absorption and water retention performance. Furthermore, by using this material to form a corrugated honeycomb shape, the porosity can be increased to 92%, further improving the water retention capacity. I was able to make it happen. Also,
By constructing a water retention layer inside the gravel layer using this soil improvement material, the irrigated water is not wasted, the runoff of fertilizer components is prevented, and effective and effective soil improvement without causing salt damage. It is something that can be taken.
第1図は本発明の1実施例の多孔質繊維セラミック土質
改良材からなるマット状の土質改良材の部分斜視図、第
2図は同実施例のコルゲートハニカム形状の土質改良材
の斜視図、第3図は第2図に示した土質改良材の模式断
面図、第4図は本発明の土質改良材を用いた土質改良方
法の一実施例を示す斜視図である。 1、2……土質改良材、3……開口端部、6……閉塞端
部、8……保水層。FIG. 1 is a partial perspective view of a mat-shaped soil improving material made of a porous fiber ceramic soil improving material of one embodiment of the present invention, and FIG. 2 is a perspective view of a corrugated honeycomb-shaped soil improving material of the same embodiment, FIG. 3 is a schematic cross-sectional view of the soil improvement material shown in FIG. 2, and FIG. 4 is a perspective view showing an embodiment of a soil improvement method using the soil improvement material of the present invention. 1, 2 ... soil improvement material, 3 ... open end, 6 ... closed end, 8 ... water retaining layer.
───────────────────────────────────────────────────── フロントページの続き (56)参考文献 特開 昭61−215278(JP,A) 特開 昭63−288973(JP,A) 実開 昭64−14247(JP,U) ─────────────────────────────────────────────────── ─── Continuation of the front page (56) References JP-A-61-215278 (JP, A) JP-A-63-288973 (JP, A) Actually-opened JP-A 64-14247 (JP, U)
Claims (5)
に凝集剤を添加して無機繊維とセラミック原料粉末を互
いに凝集させた凝集スラリーを抄造して得られるマット
状成形体を焼結させてセラミック化したことを特徴とす
る多孔質繊維セラミック土質改良材製造方法。1. A mat-shaped molded body obtained by paper-forming an aggregated slurry obtained by adding an aggregating agent to a slurry of inorganic fibers and ceramic raw material powder to agglomerate the inorganic fibers and ceramic raw material powder into a ceramic by sintering. A method for producing a porous fiber-ceramic soil improvement material, characterized by
に凝集剤を添加して無機繊維とセラミック原料粉末を互
いに凝集させた凝集スラリーを抄造して得られるシート
を段ボール形状に成形し巻き上げあるいは積層したのち
焼結させてセラミック化したコルゲートハニカム形状で
あることを特徴とする多孔質繊維セラミック土質改良材
の製造方法。2. A sheet obtained by forming a coagulated slurry in which an inorganic fiber and a ceramic raw material powder are coagulated with each other by adding a coagulant to a slurry of the inorganic fiber and the ceramic raw material powder is formed into a corrugated cardboard shape and rolled up or laminated. A method for producing a porous fiber-ceramic soil improvement material, which is in the shape of a corrugated honeycomb which is subsequently sintered and made into a ceramic.
カムセル開口部わ閉塞したことを特徴とする請求項2記
載の多孔質繊維セラミック土質改良材の製造方法。3. The method for producing a porous fiber ceramic soil improving material according to claim 2, wherein the corrugated honeycomb cell opening facing at least one end is closed.
口端面を除き外周部分が撥水処理されていることを特徴
とする請求項2記載の多孔質繊維セラミック土質改良材
の製造方法。4. The method for producing a porous fiber ceramic soil improving material according to claim 2, wherein the outer peripheral portion of the corrugated honeycomb except at least cell opening end faces is subjected to water repellent treatment.
改良材を敷き詰めた層を形成することを特徴とする土質
改良方法。5. A soil improvement method, which comprises forming a layer in which a porous fiber ceramic soil improvement material is spread inside a gravel layer.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1026893A JPH0699193B2 (en) | 1989-02-06 | 1989-02-06 | Porous fiber ceramic soil improvement material manufacturing method and soil improvement method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP1026893A JPH0699193B2 (en) | 1989-02-06 | 1989-02-06 | Porous fiber ceramic soil improvement material manufacturing method and soil improvement method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH02208267A JPH02208267A (en) | 1990-08-17 |
| JPH0699193B2 true JPH0699193B2 (en) | 1994-12-07 |
Family
ID=12205928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP1026893A Expired - Lifetime JPH0699193B2 (en) | 1989-02-06 | 1989-02-06 | Porous fiber ceramic soil improvement material manufacturing method and soil improvement method |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0699193B2 (en) |
Family Cites Families (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS61215278A (en) * | 1985-03-15 | 1986-09-25 | 株式会社 豪勇 | Manufacture of ceramics with porous surface layer |
| JPH0825813B2 (en) * | 1987-05-22 | 1996-03-13 | 石川島播磨重工業株式会社 | Method for producing fiber-reinforced ceramics |
| JPS6414247U (en) * | 1987-07-18 | 1989-01-25 |
-
1989
- 1989-02-06 JP JP1026893A patent/JPH0699193B2/en not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPH02208267A (en) | 1990-08-17 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102229804B (en) | Clay-based compound sand consolidating material | |
| CN103508704A (en) | Inorganic board and method for manufacturing inorganic board | |
| JPS6025540B2 (en) | Expandable ceramic fiber felt | |
| CN105970756A (en) | Permeable brick and preparation method thereof | |
| FI77162C (en) | Filter construction and method of forming filter construction | |
| CN102199925A (en) | Particle antiseepage material for seawater | |
| CN206337714U (en) | A kind of waterproof autoclave aerated concrete building block | |
| JPH0699193B2 (en) | Porous fiber ceramic soil improvement material manufacturing method and soil improvement method | |
| CN205062609U (en) | Sponge aggregate and brick of making that permeates water thereof | |
| CN216840719U (en) | Large-volume concrete winter construction external maintenance structure | |
| CN108341437A (en) | A kind of biology gaseous-waste holdup system | |
| CN209178751U (en) | A kind of storage-type grass-planting brick | |
| JPS6186473A (en) | Manufacture of inorganic formed article | |
| CN109301228A (en) | A kind of silicon material for lithium ion battery and preparation method thereof | |
| CN106836128A (en) | Ecological slope protection structure | |
| CN219569224U (en) | Polymer dry-mixed mortar insulation board | |
| US2958623A (en) | Method of molding a low density high strength shaped body from a dilute slurry | |
| JPH04357207A (en) | Bentonite waterproof work and waterproof mat | |
| CA1281506C (en) | Lightweight aggregate having high resistance to water absorption and process for preparation thereof | |
| JPH0425957Y2 (en) | ||
| CN111962351A (en) | An ecological tree protection board, production process and ecological tree pool structure | |
| CN112267489B (en) | Water circulation self-purification ecological retaining wall with acid-base regulation function | |
| CN217975031U (en) | Baking-free heat insulation brick | |
| CN106167377B (en) | It is a kind of to get damp the decorative panel and preparation method thereof of moisture condensation for eradicating interior wall | |
| CN113858385B (en) | Low-cost drying method for dewatered and desilted bottom mud |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080628 Year of fee payment: 13 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090628 Year of fee payment: 14 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100628 Year of fee payment: 15 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Year of fee payment: 15 Free format text: PAYMENT UNTIL: 20100628 |
|
| FPAY | Renewal fee payment (prs date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110628 Year of fee payment: 16 |
|
| LAPS | Cancellation because of no payment of annual fees |